Performance characteristics of a small scale rotary boring machine instrumented with six very large drag picks in six sedimentary rock types are reported. Performance trends were in reasonable agreement with those obtained from previous studies on tunnel boring machines (TBM) and rotary diamond drilling equipment. The performance of the rotary boring machine was constrained by the centre and gauge cutters. Poorly designed centre and gauge cutters attract disproportionately high tool forces and specific energy requirements. Bulk density and uniaxial compressive strength (UCS) correlated highly with penetration rates in the six rock types tested. UCS is the most widely used parameter for predicting the performance of TBMs and drilling rigs; h...
Application of Surface Miners has increased phenomenally all around the world for rock excavation in...
The Queens Water Tunnel No. 3, stage 2 having 7.5-km length and 7-m diameter, is excavated by a high...
One of the key drivers for the selection of a mechanized tunneling method in good quality rock masse...
The competency of any TBM in any geological condition is determined by a rock or rock mass breakage ...
Intact rock properties together with rock mass characteristics should be well investigated for selec...
This paper focuses on performance analysis of Tunnel Boring Machine (in particular gripper TBMs) in ...
Excavation load prediction is of great importance for the prior design and latter performance evalua...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
Mechanized excavation in soft rock has been extensively studied in the field of mining when machines...
The knowledge of rock type and technology using for tunnel opening is essential for any mechanical e...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
The best means to assess rock cuttability and efficiency of cutting process for using mechanical exc...
Application of surface miners has increased phenomenally all around the world for rock excavation in...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
Application of Surface Miners has increased phenomenally all around the world for rock excavation in...
The Queens Water Tunnel No. 3, stage 2 having 7.5-km length and 7-m diameter, is excavated by a high...
One of the key drivers for the selection of a mechanized tunneling method in good quality rock masse...
The competency of any TBM in any geological condition is determined by a rock or rock mass breakage ...
Intact rock properties together with rock mass characteristics should be well investigated for selec...
This paper focuses on performance analysis of Tunnel Boring Machine (in particular gripper TBMs) in ...
Excavation load prediction is of great importance for the prior design and latter performance evalua...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
Mechanized excavation in soft rock has been extensively studied in the field of mining when machines...
The knowledge of rock type and technology using for tunnel opening is essential for any mechanical e...
The key parameters on the estimation of tunnel-boring machine (TBM) performance are rock strength, t...
The best means to assess rock cuttability and efficiency of cutting process for using mechanical exc...
Application of surface miners has increased phenomenally all around the world for rock excavation in...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm...
Application of Surface Miners has increased phenomenally all around the world for rock excavation in...
The Queens Water Tunnel No. 3, stage 2 having 7.5-km length and 7-m diameter, is excavated by a high...
One of the key drivers for the selection of a mechanized tunneling method in good quality rock masse...